|
<br />v
<br />
<br />NOTE; CONTRACTOR SHALL PR0V10E I,{Rlf"lCATION i11AT i11E HOST STRUCn;RE 1$ STRUCn;RALLY
<br />COI-APARA8lE TO i11E STRUCTURE SHOI'lN. (MOBILE HOt.lE OR CON'v1NTIONAl CONSTRUCTION)
<br />
<br />PAN CR COYPOSlTr:?~"US. . U~. CORROSION
<br />Bt~sa~\ p ~t~~[Q",~t'dJl~'
<br />//.!f{~t" (~~~~$"~.'...f~
<br />/' ""I~! I g_.~ .," ,;#, '" .~ "'~t> "l.
<br />t.S~~!1b" .. .., . ~'r~~:~lJtRS
<br />2r~t~M~~~tnONs.o>r. ' T~~
<br />
<br />HOST
<br />STRUC11JR[
<br />OR I ADA
<br />
<br />
<br />~~titRY~~ OR BREAK~ETAl
<br />HEADER 0.032' ~I~,
<br />
<br />IASTENER DETtRMINED
<br />BASiD ON CONS TRUcnO'4
<br />\k HOST STRUCTUR[
<br />CONNEcnON TO HOST STRUCTURE
<br />
<br />Sl1ADING TYPE II DENOTES
<br />IN TERIOR POST !.lAX. ROCf AREA
<br />SEE TABLE 4
<br />
<br />
<br />110. ('\'+11/2") 'Mili
<br />_____ I '/4" 'IiASHER I) 4' OC. MiN.
<br />
<br />3 Il0x' 1/2' Sl.lS PER PAN PAi:(L
<br />'M TH 3/4" WASHER OR
<br />3 110xl 1/2' WASHER HEADED SCR['1!'5
<br />
<br />UPlifT S TR APf>iNG EACH S NO
<br />0.0425'.1 1/4" lJOOllE HeME STRAPPING
<br />NAilED 'M TH IB<J COMMON 3 PER SIDE
<br />OR ,B<J GUN NAilS 3 PER SlOE
<br />STRAP SHALL BE S" EACH SlOE AND
<br />CONTINUOUS Ovt:R THE S ruD
<br />
<br />). RECEJV1NG CHA."NEL
<br />ANCHORS 'M TH 3 EACH
<br />,8 SMS PER FOOT
<br />"
<br />
<br />Di'NABctT
<br />
<br />NOTt: 'M1ERE 1/2' COX PlYllOOO IS usm IRA!.IlNG SHALL BE " 24' OC. ~IN.
<br />w/ NAil PATTtRN. PlYllOOO TO ST1JOS IB<J COMMON s" OC. I) EDc(
<br />AND 12" o.c. FiELD. 'M1ERE 3/1S" STRUCNRAL THERMAL Pl'( SlDING
<br />IS usm IRAML"G SHALL BE IS' O.C. 'Ii/ I 1/2' ROOfiNG NAilS I)
<br />3' 0'4 EDc( AND It OC. /IUD
<br />
<br />UPLIFT STRAPPING DETAIL
<br />
<br />/ ,T~ ~GR,ADE ,J
<br />)".r flUTE!) POST
<br />'~APPED 'Ii/ FELT PAPER
<br />.. VS~.ffZi. actT
<br />80 LB. 2500 PSI
<br />CONCROE PR[MiX
<br />~".r.MSE'!
<br />
<br />
<br />
<br />I
<br />
<br />24'
<br />
<br />L
<br />
<br />j 1/2" . .
<br />-+-- . t" " ..,. ,.~:
<br />
<br />I J IS" t-
<br />
<br />ALUMINUM CONvtNnoNAL CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />1 ~ / POIJRfD CeNCRnE
<br />
<br />o [3[/
<br />1 ~ REFER TO TABlE 5
<br />
<br />
<br />ISOlA TED FOOTING
<br />
<br />HOT!; frlE HOST STRlX:ruRE IIVST BE CAPABlE ~ ~TI~G n<E ALUIoI:~W S1RI.ICruRE TO BE ATTACHED TO 1l<E HOST STRlX:ruRE. Sl:~RALlr n<E
<br />CWOln~ ~ 1l<E (XlSrWG STRlX:1lJRE I\IU. INO/c.uE r~E S:JlUCruRES CIJ'A81UTi'. n<E lCUO'M,'JG CO~TICNS/t'OST STRlX:ruRt:S m CAPABlE
<br />~ s\)PPffi TING ~ ALUIIIN1JW S 1RI.IC T1JRE 10 BE A TiACHEO;
<br />
<br />1. YA$l)iR'( WALLS, 2'. 4" FRAIIE CCfoISffi'JCT1OO 'Il'ALlS, PRE E~C:NHRl:D '1oIXl) TRVSSES '/1/ A 2'. 0' sua IAOA /..'() A 1RI.ISS IMRHA!JC [$ UP
<br />TO 4', Ai<J/rP. AT1ACfi\,j(NT ~ rot: ALUIoIIWW STR'JCT\;RE n<ROOCH n<E l' IACA TO 1l<E 1RI.ISS 1l\JT1S/I/ A YA.l:WII ~ 4' 1RI.ISS C'<tRHANG.
<br />
<br />2. W06llE HCUES WANi,rACT\;RE]) AF:tR 198-4 AND BVLT TO n<E 1984 HU) S1ANCAROSIol'ERE frlE A.~CHCllS IJlE INTO 1l<E TR\J'5S 81m$.
<br />
<br />3. CCNDlTIONS NOT WotRl:D AOO'>t SHALL BE Rt',(v.(D 8'( n<E (NClNHR 10 DE:rERlJiNE n<E HOST STRI.ICTVRE AOCOOAcY.
<br />
<br />4. ALL 1RI.ISS S~1DIS SHAll HA;( A II A:L'lJl.:W Sl' ACNG ~ 24" 0 C.
<br />
<br />5. Y06llE HCl'ES HOT CO/fQR\jiHO TO ~ STANDARDS .\00;( SHALL HA'.{ A sn; SUPPCRT1HO IA.IJ( ADJAC(NT TO M: \IOOlE f<\IE iN l{'.1 ~
<br />CONNECTiNG TO frlE 1IC€llE.
<br />
<br />POST TO SASE AND
<br />POST TO BEA~ DET~L
<br />
<br />2. . __ MID SPA.'1
<br />/ BEA'" SH Sl\CPlE SPA.'1
<br />TABLE 2
<br />
<br />
<br />j. . 3. . 0.06" POST
<br />
<br />Y 2500 PSI CONCRETE 'MTH
<br />6,5 'Io(LDED WIRE lJESH
<br />Ovt:R VAPOR BARRIER
<br />
<br />-L j '/2' CONCRETE SlAB
<br />}1
<br />
<br />DO NOT BlOO<
<br />FiR[ EXlT 'IlINCCW
<br />./ Ovt:RHANG v ARI(S
<br />8'.,2' UllUTY /
<br />SHED 2' . .. 2" . FReNT WALL BEA."
<br />w 2'-0" o.c. SELECT L FRCiol TABLE 2
<br />a DOOR
<br />u
<br />~
<br />V'>
<br />
<br />
<br />A.'ICHOR 'Mili HEADER CHANNEl
<br />
<br />
<br />'--
<br />
<br />'2..__.
<br />crN'lR PlJRlI!-/
<br />8E/..I.I SELECT 'L'
<br />FRCiol TABtI: z
<br />
<br />DOOR
<br />
<br />/it
<br />2
<br />u
<br />:::>
<br />r:::
<br />V'>
<br />l-
<br />V'>
<br />o
<br />:t:
<br />~
<br />z:
<br />0=
<br />V'>
<br />X
<br />w
<br />
<br />'//IXQ FRmE SHED 'ilH-i 2'.4"
<br />PRESSURE TREATED P',sE PI. A Tt
<br />A.'ICHCR TO CONCRtTE 'Mfrl
<br />1/.' GONCRE TE I AS TE."ERS
<br />~ 4'-0" O.C.
<br />
<br />w
<br />a::
<br />2
<br />u
<br />:::>
<br />r:::
<br />V'>
<br />l-
<br />V'>
<br />o
<br />:t:
<br />~
<br />z:
<br />0=
<br />V'>
<br />X
<br />w
<br />
<br />MID SPA.'I SEAM
<br />SELECT L FRey
<br />TABLE 2
<br />
<br />~IO SPAN BGlJ
<br />SELECT L FRCiol
<br />TABLE 2
<br />
<br />V'>
<br />w
<br />~
<br />
<br />
<br />
<br />FReNT WALL 8E/...lJ SELECT
<br />L FRO'" TABLE 2
<br />
<br />SHECT BEA!.l
<br />IRO!.l TABLE 2
<br />
<br />Sl1ADiNC T'lPE 1 DENOTES
<br />EXTtRIOR POST ROCf AREA
<br />SEE TABlE 4
<br />
<br />SHADiNG TY?E II
<br />s(E TABLE 4
<br />CA R:[R BEA.\I
<br />l
<br />1
<br />
<br />, 11
<br />~ '.1'/2 + O.H.
<br />
<br />j 'Ii
<br />'11/2 J
<br />
<br />~~I
<br />~
<br />
<br />l
<br />1
<br />
<br />j 'Ii
<br />'N/2 ~
<br />
<br />'II
<br />
<br />'Ii
<br />
<br />DOUBLE CARPORT 'MTH CENTER POST
<br />
<br />DOUBLE CARPORT 'MT110UT CENTER POST
<br />
<br />
<br />REC(I'~NC CHA....NU "
<br />
<br />w
<br />a::
<br />G ROOf P A~ElS
<br />~ SEE TABLE 1
<br />V'>
<br />8 SPAcr MAX.
<br />:t:
<br />
<br />TABl~ --
<br />
<br />w
<br />a::
<br />G TABLE 1
<br />:::> ROOF PANELS
<br />~ CARR:ER SEA'" ./'
<br />
<br />~ 3",3" POST /'
<br />:t:
<br />
<br />SPAcr !.lAX.
<br />
<br />2500 PSI CONCRETE 'Ii/
<br />S,6 '~UO(Q ~RE "€SH
<br />O~ R V IJ'OR BARRiER
<br />
<br />SPAcr "AX. ,-'
<br />
<br />d
<br />
<br />3 1/2' CONCRE Tt stAB
<br />
<br />J
<br />
<br />VARIES
<br />
<br />VARiES
<br />
<br />SEC~ON T11ROUGH CARPORT
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />SEE CCNNEcnON DETAIL
<br />12'. PA.'I (S(I CHARTS) US( ''It' TO
<br />/ SEUCT PA.~ lOR RWJIRED SPA.'1
<br />SHED IS FRAMED 'HALL
<br />A TTACHED TO HOST
<br />S TRUC TURE
<br />2',2' t<1044. ALIJI.I. OR
<br />2'.4' I) 24" OC. LUMBER
<br />STRUCTURAL GRADE
<br />THERMAL Pl'( 'MTH SlOiNG
<br />1/2' L-BctTS FOR 2'.4"
<br />/ P T PlATt OR CCNCRETE
<br />A.NCHCRS 4'-0' Oc.
<br />
<br />
<br />UPlifT S TR APf>INe DE T All
<br />,2.~~ ~WMl~",fY..Tt
<br />'/AnI ROCI AOO\t" ...',
<br />
<br />
<br />~;1ll ,
<br />~ l~
<br />::z:- .
<br />~ :,~
<br />8 0:,
<br />:2 0
<br />~ e;
<br />0=
<br />~'1
<br />W;~
<br />
<br />~9TE;... ..... .' . ..
<br />. ti,~~.~. ~~~1~ i,iQ_tMQ!~~~kW/
<br />. e"'j '1";,fj2~ wT ""l<=:f:~',,~;.,;,
<br />~).~ft~i:~~':~~~'l<-~q, ~li~~ I-
<br />~MlJ~,trl.. . liiNY ~
<br />;~ 3/a,~J/~::~~...:: J.~.~2:~ ~
<br />,4. S1UQ.t. TIl iii, \J~lt- Q.l<> ,~, Eocrk.
<br />.... .......~r~Jr((~J.y~~~~~..8oci~ONM.S 5
<br />
<br />~ FOR FR~T BEA~
<br />:t: US( 'l'='N/2+0H.
<br />'::J
<br />8
<br />::IE
<br />~
<br />z:
<br />0=
<br />V'>
<br />x
<br />w
<br />
<br />'v('
<br />V AR:E S
<br />
<br />''Ii,. VARIES
<br />6,S-IO/IOII'IN
<br />"
<br />
<br />UPlIfT STRAPf>L'IC OCT All
<br />
<br />L VARiES
<br />(SEE TABlE)
<br />
<br />. " r~ffre?lAT~
<br />';:: "~I U~:rJ)j'l.~ ....
<br />CQ~:",~CRS 3 1/2' !.IN. CONCRETE (s(E DETAllS)
<br />UTILITY SHED AND CARPORT WALL SECTlON SECTION THROUGH UTILITY ROOM
<br />
<br />2'-0" MiN .. ... ....,... '. "...<. .'. .
<br />BHORE stO?t...~.~.: #mJ:~"'~~;.~I.Jlf.",.,.$~.'. ".$..,. "YoU. ))(.,0. .'MRt.... ....
<br />I It f \Ill flOCR l.4E~ rrPJ~~SlA;;5B;~T.
<br />31/2" ~ 8.'
<br />
<br />SINGLE CARPORT
<br />
<br />
<br />
<br />
<br />NOT(; FIBER MESH CONCRETE D('(S
<br />~~O T RE QUIR[ <;lR[ !.AE SH
<br />fLAT SlOPE / NO lOOTI~G
<br />o - 2"/12.
<br />
<br />folOOERA TE SlOPE fOOTiNG
<br />2"/12. - " - 10'
<br />SLAB DETAILS ADDRESSING EROSION
<br />
<br />STtE? stOPE FootN(;
<br />> I' - '0'
<br />IJEETS mE REOOIREMEN
<br />CFCHA?TER 1205SSC 1991
<br />
<br />EO-
<br />
<br />Al TtRNA Tt;
<br />'/fXi) IRAJ.4E SHED 'MTH 2',4'
<br />Pl1ESSlJRE TREATED PiNE
<br />PlA Tt A."C1OR TO CCNCR[TE
<br />\11TH 1/4" CONCRETE
<br />I ASTtN(RS 4'-0. o.c.
<br />
<br />fRONT WAll BEA'" SELECT
<br />L IRey T ABL( 2
<br />
<br />Si'ADINC TYPE I
<br />SEE T ABtE 4
<br />
<br />US( 'L' '" 'Ii/2 + OJ{
<br />
<br />-t-.
<br />
<br />)..3" fLUTtO POST i,jAX,
<br />f<CT.,.12' lOR 120 MPH
<br />WINO ~LOOTY
<br />
<br />
<br />94-uOOoL1
<br />
<br />OAf( R(\I$lCNS o,K
<br />
<br />~l%~
<br />~~ ~",2
<br />~ Vl ~~j~e
<br />~ ~ i3~~Vl~
<br />Vl.......X""
<br />13~ ;;0........0
<br />! ~ ~i!~~
<br />~ ~ ~~5~~
<br />~s gt=t:Elvi
<br />i!: a u~"'~e~
<br />li ~ ~~~I::!~~
<br />~ ~ 9~;~~~
<br />08 ozlXi
<br />if<'>1 ?iW::> ;/~
<br /><.> ~ 0 5!~<..b<~
<br />li~ j~~:i;
<br />3~~ ~~~,3~
<br />~ ~ Vl ~g:~:s:~~
<br />
<br />(/)
<br />0::
<br />UJ
<br />:>
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<br />o
<br />o
<br />:J
<br />o
<br />(/)
<br />
<br />~
<br />eo
<br />
<br />gf~
<br />j....
<br />~
<br />5
<br />,', i ~
<br />~~ ~
<br />I~~~
<br />tV'1ct....
<br />ES - ,J f::
<br />, 'i ~ ~
<br />~o s;e
<br />~ ~I
<br />
<br />~.
<br />
<br />
<br />~((T ,
<br />
<br />~
<br />
<br />Ct 3
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